CN201990902U - Ballast turnout sleeper for line for passenger transportation - Google Patents
Ballast turnout sleeper for line for passenger transportation Download PDFInfo
- Publication number
- CN201990902U CN201990902U CN2010206943425U CN201020694342U CN201990902U CN 201990902 U CN201990902 U CN 201990902U CN 2010206943425 U CN2010206943425 U CN 2010206943425U CN 201020694342 U CN201020694342 U CN 201020694342U CN 201990902 U CN201990902 U CN 201990902U
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- CN
- China
- Prior art keywords
- switch tie
- concrete bodies
- concrete body
- turnout sleeper
- sleeve pipe
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The utility model relates to a ballast turnout sleeper for a line for passenger transportation, which comprises a turnout sleeper concrete body, prestressed steel wires, a sleeve pipe and electricity screw nuts, wherein the prestressed steel wires, the sleeve pipe and the electricity screw nuts are pre-buried inside the turnout sleeper concrete body, the turnout sleeper concrete body is in a full-length integral type, the cross section of the turnout sleeper concrete body is in a trapezoid shape with the smaller upper part and the larger lower part, the prestressed steel wires are buried along the turnout sleeper concrete body in a full-length way and are distributed in a rectangular shape at intervals on the cross section of the turnout sleeper concrete body, first hoop ribs and second hoop ribs integrally surround the periphery of the prestressed steel wires, the first hoop ribs are distributed in the length direction of the turnout sleeper concrete body at intervals, and the second hoop ribs are arranged at both ends of the turnout sleeper concrete body. The ballast turnout sleeper has the advantages that the intensity of the turnout sleeper concrete body per se is improved through the prestressed steel wires, the end part corner falling can be prevented through the second hoop ribs, the installation intensity of the sleeve pipe can be ensured through spiral ribs arranged around the sleeve pipe, the electricity screw nuts pre-buried at both ends of the turnout sleeper concrete body can be used during preserved hole passage installation, the appearance dimension design of the turnout sleeper concrete body is reasonable, the structural bearing capability is enhanced, and the requirement of high speed of train lines for passenger transportation can be met.
Description
Technical field
The utility model relates to a kind of PRESTRESSED CONCRETE TURNOUT SLEEPERS.
Background technology
Line for Passenger Transportation has tiny fragments of stone, coal, etc. switch tie technical sophistication, standard height, requires sternly.Impact force and frictional force when reducing the Line for Passenger Transportation train operation improve the stationarity of train operation, adapt to the needs of train high-speed cruising, and Line for Passenger Transportation has tiny fragments of stone, coal, etc. switch tie appearance and size precision prescribed height, and bearing capacity and anti-fatigue ability are strong.The scope of application that tiny fragments of stone, coal, etc. switch tie is arranged of different size specification has very big difference.And have the structure design of tiny fragments of stone, coal, etc. switch tie comparatively simple, concrete later strength, bearing capacity and fatigue strength deficiency.The design of the appearance and size of switch tie, compressor wire and built-in fitting all needs further to improve, and improves constantly requirement to the switch tie bearing capacity to adapt to Line for Passenger Transportation train operation speed per hour.
The utility model content
The utility model provides a kind of Line for Passenger Transportation that tiny fragments of stone, coal, etc. switch tie is arranged, and solve existing Line for Passenger Transportation has tiny fragments of stone, coal, etc. switch tie supporting capacity deficiency, stable low, the technical problem that application life is short.
The technical scheme that its technical problem that solves the utility model adopts is:
This Line for Passenger Transportation has tiny fragments of stone, coal, etc. switch tie, comprise the switch tie concrete bodies, and the compressor wire, sleeve pipe and the electric affair nut that are embedded in switch tie concrete bodies inside, described switch tie concrete bodies is elongated monolithic, shape of cross section is up-small and down-big trapezoidal, described compressor wire is buried underground along the switch tie concrete bodies is elongated, and it is rectangular spaced apart on the cross section of switch tie concrete bodies, be wound with stirrup I and stirrup II in the peripheral integral loop of compressor wire, to spaced apart, stirrup II is arranged at the both ends of switch tie concrete bodies to stirrup I along switch tie concrete bodies length;
Described sleeve pipe is the cylindrical structural of following end closure, and the sleeve pipe peripheral ring is wound with spiral bar, and sleeve pipe is spaced apart along switch tie concrete bodies end face center line;
Described electric affair nut is distributed in the both ends of switch tie concrete bodies end face.
Described compressor wire is distributed with totally 14 of four rows and four columns on the cross section of switch tie concrete bodies.
Described electric affair nut respectively is distributed with three at the both ends of switch tie concrete bodies end face.
The length of described switch tie concrete bodies is 2.45m~4.8m.
The height of described switch tie concrete bodies is 220mm, and the top margin width is 260mm, and the base width is 300mm.
The beneficial effects of the utility model are as follows:
The utility model is embedded with four rows and four columns totally 14 steel wires in switch tie concrete bodies inside, and is equipped with stirrup in the steel wire outer periphery, has improved the intensity of switch tie concrete bodies own.Wherein stirrup II is arranged at switch tie concrete bodies two ends, can prevent the end arrisdefect.The spiral bar that is provided with around the sleeve pipe can guarantee the installation strength of sleeve pipe.The pre-buried electricity affair nut in switch tie concrete bodies two ends can use when reserving hole channel is installed.Switch tie concrete bodies appearance and size of the present utility model is reasonable in design, structural bearing capacity strengthens, long service life, can satisfy the requirement of the high speed per hour of Line for Passenger Transportation train.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is an internal construction schematic diagram of the present utility model.
Fig. 2 is a plane structure schematic diagram of the present utility model.
Fig. 3 is the structural representation of Figure 1A-A section.
Fig. 4 is the structural representation of the utility model end face.
Reference numeral: 1-switch tie concrete bodies, 2-compressor wire, 3-sleeve pipe, 4-electricity affair nut, 5-stirrup I, 6-stirrup II, 7-spiral bar.
The specific embodiment
Embodiment is referring to Fig. 1, shown in Figure 2, this Line for Passenger Transportation has tiny fragments of stone, coal, etc. switch tie, comprise switch tie concrete bodies 1, and the compressor wire 2 that is embedded in switch tie concrete bodies 1 inside, sleeve pipe 3 and electric affair nut 4, described switch tie concrete bodies 1 is elongated monolithic, shape of cross section is up-small and down-big trapezoidal, described compressor wire 2 is along switch tie concrete bodies 1 elongated burying underground, and it is rectangular spaced apart on the cross section of switch tie concrete bodies 1, be wound with stirrup I5 and stirrup II6 in compressor wire 2 peripheral integral loop, stirrup I5 along switch tie concrete bodies length to spaced apart, spacing 200mm, the position adjusts accordingly when running into sleeve pipe.Stirrup II6 is arranged at the both ends of switch tie concrete bodies 1, prevents the end arrisdefect.
Described electric affair nut 4 respectively is distributed with three at the both ends of switch tie concrete bodies 1 end face.
The length of described switch tie concrete bodies 1 is 2.45m~4.8m.The height of switch tie concrete bodies 1 is 220mm, and the top margin width is 260mm, and the base width is 300mm.
Referring to shown in Figure 3, described sleeve pipe 3 is the cylindrical structural of following end closure, and the sleeve pipe peripheral ring is wound with spiral bar 7, and sleeve pipe 3 is spaced apart along switch tie concrete bodies 1 end face center line.
Referring to shown in Figure 4, described compressor wire 2 is distributed with totally 14 of four rows and four columns on the cross section of switch tie concrete bodies 1.
Claims (5)
1. a Line for Passenger Transportation has tiny fragments of stone, coal, etc. switch tie, comprise switch tie concrete bodies (1), and the compressor wire (2) that is embedded in switch tie concrete bodies (1) inside, sleeve pipe (3) and electric affair nut (4), it is characterized in that: described switch tie concrete bodies (1) is elongated monolithic, shape of cross section is up-small and down-big trapezoidal, described compressor wire (2) is along elongated the burying underground of switch tie concrete bodies (1), and it is rectangular spaced apart on the cross section of switch tie concrete bodies (1), be wound with stirrup I(5 in the peripheral integral loop of compressor wire (2)) and stirrup II(6), stirrup I(5) along switch tie concrete bodies length to spaced apart, stirrup II(6) be arranged at the both ends of switch tie concrete bodies (1);
Described sleeve pipe (3) is the cylindrical structural of following end closure, and the sleeve pipe peripheral ring is wound with spiral bar (7), and sleeve pipe (3) is spaced apart along switch tie concrete bodies (1) end face center line;
Described electric affair nut (4) is distributed in the both ends of switch tie concrete bodies (1) end face.
2. Line for Passenger Transportation according to claim 1 has tiny fragments of stone, coal, etc. switch tie, it is characterized in that: described compressor wire (2) is distributed with totally 14 of four rows and four columns on the cross section of switch tie concrete bodies (1).
3. Line for Passenger Transportation according to claim 1 has tiny fragments of stone, coal, etc. switch tie, it is characterized in that: described electric affair nut (4) respectively is distributed with three at the both ends of switch tie concrete bodies (1) end face.
4. Line for Passenger Transportation according to claim 1 has tiny fragments of stone, coal, etc. switch tie, it is characterized in that: the length of described switch tie concrete bodies (1) is 2.45m~4.8m.
5. Line for Passenger Transportation according to claim 4 has tiny fragments of stone, coal, etc. switch tie, it is characterized in that: the height of described switch tie concrete bodies (1) is 220mm, and the top margin width is 260mm, and the base width is 300mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010206943425U CN201990902U (en) | 2010-12-31 | 2010-12-31 | Ballast turnout sleeper for line for passenger transportation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010206943425U CN201990902U (en) | 2010-12-31 | 2010-12-31 | Ballast turnout sleeper for line for passenger transportation |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201990902U true CN201990902U (en) | 2011-09-28 |
Family
ID=44667391
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2010206943425U Expired - Lifetime CN201990902U (en) | 2010-12-31 | 2010-12-31 | Ballast turnout sleeper for line for passenger transportation |
Country Status (1)
Country | Link |
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CN (1) | CN201990902U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102628243A (en) * | 2012-05-04 | 2012-08-08 | 北京交通大学 | Horizontal restraint device of ballast bed |
CN110952396A (en) * | 2019-12-26 | 2020-04-03 | 七台河晟斯凯特新型建材有限公司 | Mine prestressed concrete sleeper |
-
2010
- 2010-12-31 CN CN2010206943425U patent/CN201990902U/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102628243A (en) * | 2012-05-04 | 2012-08-08 | 北京交通大学 | Horizontal restraint device of ballast bed |
CN110952396A (en) * | 2019-12-26 | 2020-04-03 | 七台河晟斯凯特新型建材有限公司 | Mine prestressed concrete sleeper |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term | ||
CX01 | Expiry of patent term |
Granted publication date: 20110928 |